HomeMy WebLinkAboutSimkins-Hallin Tract 3-B Infrastructure PlansFILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
a sanderson bellecci company
21363.01
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RECORD DRAWINGS06/13/2025
CS
21363_01_COVER.DWG
RPE
VICINITY MAP
SITE
NORTH
PROJECT NO:
SIMKINS-HALLIN INC.
BOZEMAN, MT 59715
326 N BROADWAY AVENUE
BOZEMAN, MT
PREPARED FOR:
SIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANS
NORTH PARK SIMKINS-HALLIN SITE DEVELOPMENT
WHEAT DRIVE
21363.01 RECORD DRAWINGS C1.1106 East Babcock, Suite L1 Bozeman, Montana 59715 406.522.9876 sandersonstewart.com
LAND USE MAP ZONING MAP
FUTURE LAND USE MAP
Sheet List Table
SHEET TITLE SHEET NUMBER
C1.1 COVER 1
C1.2 LEGEND, NOTES, AND ABBREVIATIONS 2
C2.1 EXISTING SITE AND DEMOLITION PLAN 3
C3.1 OVERALL SITE AND UTILITY PLAN 4
C4.1 SEWER MAIN PLAN AND PROFILE STA 100+00-102+00 5
C5.1 WATER MAIN PLAN AND PROFILE STA 200+00-204+50 6
C5.2 WATER MAIN PLAN AND PROFILE STA 204+50-206+75 7
C5.3 WATER MAIN PLAN AND PROFILE STA 200+00-201+50 8
C5.4 MILLWORK BUILDING FIRE SERVICE PLAN AND PROFILE 9
C5.5 MECHANIC BUILDING FIRE SERVICE PLAN AND PROFILE 10
C6.1 CONSTRUCTION DETAILS 11
C6.2 CONSTRUCTION DETAILS 12
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FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVELEGEND, NOTES, AND ABBREVIATIONSSIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC1.2 RPE21363_01_COVER.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01RECORD DRAWINGSCATCH CURB
SPILL CURB
TRANSITION FROM CATCH
TAPER CURB HEAD 3'
TO SPILL CURB
GRADING PLAN
ELECTRIC JUNCTION BOX
EXISTING STORM DRAIN MANHOLE
EXISTING CATCH BASIN
SIGN
POWER POLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
BOLLARD
BUSH
EXISTING CURB STOP
FIRE DEPT. CONNECTION
FIBER OPTIC PEDESTAL
GAS METER
GAS MANHOLE
GAS VALVE
GUYWIRE
IRRIGATION VALVE
IRRIGATION BOX
LIGHT POLE
POWER METER
POWER MANHOLE
ELECTRIC PEDESTAL
ROOF DRAIN
SIGNAL POLE
EXISTING SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TRANSFORMER
CONIFEROUS TREE
DECIDUOUS TREE
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
WELL
YARD HYDRANT
EW = FINISHED GRADE AT EDGE OF WALK
TC = FINISHED GRADE AT TOP BACK OF CURB
BC = FINISHED GRADE AT BUILDING CORNER
TW = FINISHED GRADE AT TOP OF WALL
AC = FINISHED GRADE AT ASPHALT
EA = FINISHED GRADE AT EDGE OF ASPHALT
EC = FINISHED GRADE AT EDGE OF CONCRETE
SDI = STORM DRAIN INLET
SDMH = STORM DRAIN MANHOLE
FL = FINISHED GRADE AT FLOWLINE
FG = FINISHED GRADE
EX = APPROXIMATE EXISTING ELEVATION
POC = POINT ON CURVE
EXISTING WATER REDUCER
GAS WELL
FOUND CORNER MONUMENT AS NOTED
SET CORNER MONUMENT, REBAR WITH CAP
BENCHMARK
SECTION QUARTER CORNER
SECTION CORNER
WTR = WATER
PI = POINT OF INTERSECTION
PRC = POINT OF REVERSE CURVE
RT = RIGHT
LT = LEFT
SS = SANITARY SEWER
PT = POINT OF TANGENCY
SD = STORM DRAIN
GV = GATE VALVE
BFV = BUTTERFLY VALVE
RED = REDUCER
LF = LINEAL FOOT
FT = FEET
SSMH = SANITARY SEWER MANHOLE
BVC = BEGIN VERTICAL CURVE
CS = CURB STOP
EVC = END VERTICAL CURVE
PVI = POINT OF VERTICAL INTERSECTION
LINETYPES ABBREVIATIONS
SYMBOLS
PROPOSED CATCH BASIN
PROPOSED WATER REDUCER
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED CURB STOP
PROPOSED SANITARY SEWER MANHOLE
PROPOSED STORM DRAIN MANHOLE
KEYNOTE CALL OUT
(SEE KEYNOTE LEGEND)
SRVC = SERVICE
(TYP.) = TYPICAL
PC = POINT OF CURVATURE
EXISTING MONUMENT BOX
PROPOSED MONUMENT BOX
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY
COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD
SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED
MARCH 31, 2011, WITH ADDENDUM.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE
RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY A
PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES
AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
GR = EXISTING GRADE AT GROUND
BRK = GRADE BREAK
FIBER OPTIC
GAS PIPELINE
OIL PIPELINE
UNDERGROUND POWER
SANITARY SEWER
STORM DRAIN
TELEPHONE
TELEVISION/CABLE
WATER
CONTOUR
OVERHEAD POWER
FENCE - VINYL
FENCE - BARBWIRE
FENCE - WOOD
CURB AND GUTTER
EDGE OF ASPHALT
EDGE OF GRAVEL
FENCE - CHAINLINK/
WOVEN WIRE
EXISTING PROPOSED
HP = HIGH POINT
DEMO AREA
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED GRAVEL
TOP OF CURB - 0.58' = LIP
TOP OF CURB - 0.53' = FLOWLINESPILL CURB
TOP OF CURB - 0.38' = LIP
TOP OF CURB - 0.45' = FLOWLINECATCH CURB
DROP CURB
FLOOD HAZARD BOUNDARY
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CP#203
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVEEXISTING SITE AND DEMOLITION PLANSIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC2.1 RPE21363_01_EX_PROD.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01RECORD DRAWINGSNORTH
0 40
SCALE: 1" = 40'
802040
SITE DEMOLITION NOTES:
1.ALL LOCATIONS AND DIMENSIONS OF EXISTING AND PROPOSED FEATURES ARE APPROXIMATE AND THE PROJECT DRAWINGS
MAY NOT INCLUDE ALL EXISTING FEATURES WITHIN THE PROJECT BOUNDARIES. THE CONTRACTOR SHALL THOROUGHLY
REVIEW THE SITE PRIOR TO BIDDING AND CONSTRUCTION TO BECOME FAMILIAR WITH THE EXISTING SITE FEATURES AND
CONDITIONS. IF DISCREPANCIES ARE FOUND BETWEEN THE PROJECT DRAWINGS AND FIELD CONDITIONS THE CONTRACTOR
SHALL CONTACT THE PROJECT ENGINEER FOR CLARIFICATION.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS NECESSARY TO COMPLETE THE
PROPOSED WORK INCLUDING DEMOLITION, RIGHT-OF-WAY AND ENVIRONMENTAL PERMITS.
3.ALL PUBLIC AND PRIVATE UTILITY TERMINATIONS, DISCONNECTS AND REMOVALS TO BE COORDINATED WITH THE APPLICABLE
UTILITY PROVIDERS AND PERFORMED IN ACCORDANCE TO THEIR RESPECTIVE STANDARDS AND SPECIFICATIONS.
4.ALL EXISTING ASPHALT, CONCRETE AND OTHER EXISTING FACULTIES WITHIN THE “DEMO AREA” TO BE REMOVED AND
PROPERLY DISPOSED IN ACCORDANCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS.
5.ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT, CURB AND GUTTER, PUBLIC SIDEWALK AND PAVEMENT MARKINGS
WITHIN THE PUBLIC RIGHT-OF-WAY TO BE RESTORED IN ACCORDANCE TO CITY STANDARDS. ALL ASPHALT MATCH LINES
SHALL BE SAW CUT TO PROVIDE FLUSH TRANSITION AND SEALED.
6.ALL EXISTING UNDERGROUND SERVICE STUBS WHICH ARE NOT UTILIZED FOR THE PROPOSED BUILDING SHALL BE REMOVED
AND PLUGGED BACK TO THE EXISTING MAIN. ANY EXISTING PIPING WITHIN THE PROPOSED BUILDING AREA SHALL BE
REMOVED & DISPOSED.
7.ALL EXCAVATIONS OR VOIDS CREATED DURING DEMOLITION SHALL BE BACKFILLED AND COMPACTED IN A CONTROLLED
MANNER PER THE PROJECT GEOTECHNICAL REQUIREMENTS. SEE REQUIREMENTS IN THE GEOTECHNICAL REPORT.
8.ALL UTILITY JUNCTION BOXES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
9.ALL TREES AND SHRUBS SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
PHILLIPS 66 PIPELINE NOTES:
1.WARNING HIGH PRESSURE PIPELINE(S). NO EXCAVATION OR CONSTRUCTION IN THIS AREA WITHOUT ONE-CALL AND WITHOUT
CONTACTING PHILLIPS 66 PIPELINE LLC (P66PL) AT (406) 587-7060.
2.CONTRACTOR TO CONTACT YELLOWSTONE PIPELINE REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO ANY WORK NEAR OR
WITHIN THE EASEMENT. YELLOWSTONE PIPELINE REPRESENTATIVE MUST BE PRESENT ON-SITE DURING ALL EXCAVATION
ACTIVITIES WITHIN THE EASEMENT
PROJECT SURVEY CONTROL
POINT #NORTHING (IFT)EASTING (IFT)ELEVATION (USSF)DESCRIPTION
12 535348.737 1572307.414 4692.892 QC / FND1.5"ACR CE COR SEC 36 T1S R5E ILLEGIBLE
203 536105.280 1571464.819 4680.362 PC / FND5/8"YCR5606GASTON
206 535594.005 1571377.649 4685.556 PC / FND5/8"YCR5606GASTON
207 535379.950 1571341.062 4689.102 PC / FND5/8"YCR5606GASTON
PROJECT DATUM: LOCAL DATUM NAVD 88
SURVEYED: 11/21/22 BY: SANDERSON STEWART
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FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVEOVERALL SITE AND UTILITY PLANSIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC3.1 RPE21363_01_OVERALL_SITE_PROD.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01RECORD DRAWINGSNORTH
0 40
SCALE: 1" = 40'
802040
GENERAL UTILITY NOTES:
1.ALL DUCTILE IRON PIPE AND FITTINGS INCLUDING HYDRANTS, VALVE BOXES, CURB BOXES, AND
ALL OTHER METAL PARTS AND SURFACES SHALL BE ENCASED WITH V-BIO® ENHANCED
POLYETHYLENE ENCASEMENT.
2.THE POLYETHYLENE ENCASEMENT SHALL BE OVERLAPPED ONE FOOT IN EACH DIRECTION AT
JOINTS AND SECURED IN PLACE AROUND THE PIPE, AND ANY WRAP AT TAP LOCATIONS SHALL BE
TAPED TIGHTLY PRIOR TO TAPPING AND INSPECTED FOR ANY NEEDED REPAIRS FOLLOWING THE
TAP.
PHILLIPS 66 PIPELINE NOTES:
1.WARNING HIGH PRESSURE PIPELINE(S). NO EXCAVATION OR CONSTRUCTION IN THIS AREA
WITHOUT ONE-CALL AND WITHOUT CONTACTING PHILLIPS 66 PIPELINE LLC (P66PL) AT (406)
587-7060.
2.CONTRACTOR TO CONTACT YELLOWSTONE PIPELINE REPRESENTATIVE AT LEAST 72 HOURS
PRIOR TO ANY WORK NEAR OR WITHIN THE EASEMENT. YELLOWSTONE PIPELINE
REPRESENTATIVE MUST BE PRESENT ON-SITE DURING ALL EXCAVATION ACTIVITIES WITHIN THE
EASEMENT
3.PROPOSED BUILDING MUST BE 50' MINIMUM FROM EXISTING YELLOWSTONE PIPELINE.
4.DURING INSTALLATION OF UNDERGROUND PIPELINES OR FACILITIES WITH DRILLING OR BORING
TECHNOLOGY, AN AUTHORIZED PERMITTOR REPRESENTATIVE SHALL HAVE THE RIGHT TO
EVALUATE AND APPROVE THE DRILLING PLAN. FOR A DRILLED CROSSING, PROVIDE AT LEAST 10
FT OF VERTICAL SEPARATION FOR CROSSINGS AND 15 FT FOR PARALLEL BORES BETWEEN NEW
AND BORE AND EXISTING PIPELINES. IN ADDITION, PHILLIPS 66 MAY REQUIRE PERMITTEE TO
EXCAVATE AN OBSERVATION HOLE PARALLEL TO AND APPROXIMATELY 5FT ON ONE OR BOTH
SIDES OF PERMITTOR'S PIPELINE(S) EXTENDING AT LEAST 1 FT BELOW THE PIPELINE OR BORE,
WHICHEVER IS SHALLOWEST. THE OBSERVATION HOLES(S) ARE TO BE MONITORED DURING
BOTH THE PILOT BORE AND BACK REAMING.
5.PERMITTEE WILL REMOVE CUTTING TEETH FROM EXCAVATION EQUIPMENT BUCKET WHEN
WITHIN 10 FEET OF PERMITTOR'S PIPELINE(S). MECHANICAL EXCAVATION WILL CEASE, AND
ONLY HAND EXCAVATION SHALL BE PERMITTED, WITHIN 18 INCHES OF A CRUDE OIL OR
PRODUCT PIPELINE AND WITHIN 24 INCHES OF A LINE CONTAINING HIGHLY VOLATILE LIQUIDS
(HVL). EXCAVATION WILL NOT BE ALLOWED TO CONTINUE UNTIL THE PERMITTOR'S PIPELINE,
VALVES, AND/OR FITTINGS TOP AND SIDES ARE VISIBLE TO THE SPOTTER. HOWEVER, PROCEED
WITH EXTREME CAUTION WHEN WITHIN THREE (3) FEET OF THE PIPE.P:\21363_01_Simkins_North_Park_Site_Plan\CADD_C3D\PRODUCTION_DWG\TRACT 3-B\INFRASTRUCTURE\21363_01_OVERALL_SITE_PROD.dwg, C3.1, 7/16/2025 10:08:03 AM, abelluscio, 1:1
RECORD DRAWINGSNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONWHEAT DRIVESEWER MAIN PLAN AND PROFILE STA 100+00-102+00SIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC4.1 RPE21363_01_SEWER_MAIN_PNP.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
CITY OF BOZEMAN NOTES:
1.ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS)
6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31,
2011, WITH ADDENDUM.
2.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
3.NEW SANITARY SEWER MAIN AND SERVICES TO BE INSTALLED IN TYPE I PIPE BEDDING WITH TYPE A
TRENCH BACKFILL, IN ACCORDANCE WITH DETAIL SHEET C6.1.
RECORD DRAWINGSNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONWHEAT DRIVEWATER MAIN PLAN AND PROFILE STA 200+00-204+50SIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC5.1 RPE21363_01_WATER_MAIN_PNP.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
CITY OF BOZEMAN NOTES:
1.ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS)
6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31,
2011, WITH ADDENDUM.
2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE
OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO
BEGINNING OF WORK.
4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
5.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED WITH THE CITY OF BOZEMAN WATER AND
ENGINEER DEPARTMENTS PRIOR TO INSTALLATION OF THE FIRE LINE AND DOMESTIC SERVICE.
6.CONTRACTOR SHALL INSTALL NEW WATER MAIN AND FIRE LINE WITH RESTRAINED JOINT PIPE AND
FITTINGS.
7.ALL DUCTILE IRON PIPE AND FITTINGS INCLUDING HYDRANTS, VALVE BOXES, CURB BOXES, AND ALL
OTHER METAL PARTS AND SURFACES SHALL BE ENCASED WITH V-BIO® TM ENHANCED POLYETHYLENE
ENCASEMENT.
8.THE POLYETHYLENE ENCASEMENT SHALL BE OVERLAPPED ONE FOOT IN EACH DIRECTION AT JOINTS
AND SECURED IN PLACE AROUND THE PIPE, AND ANY WRAP AT TAP LOCATIONS SHALL BE TAPED
TIGHTLY PRIOR TO TAPPING AND INSPECTED FOR ANY NEEDED REPAIRS FOLLOWING THE TAP.
9.NEW WATER MAIN AND FIRE LINE TO BE INSTALLED IN TYPE I PIPE BEDDING WITH TYPE A TRENCH
BACKFILL AND RESTRAINED JOINTS ACCORDING TO DETAIL SHEET C6.1.
10.CONTRACTOR SHALL PERFORM A PRESSURE TEST AND LEAKAGE TEST ON ALL INSTALLED WATER PIPES
IN ACCORDANCE WITH CITY OF BOZEMAN STANDARDS.
11.CONTRACTOR SHALL FLUSH, DISINFECT AND TEST ALL WATER PIPES IN ACCORDANCE WITH CITY OF
BOZEMAN STANDARDS.
RECORD DRAWINGSNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONWHEAT DRIVEWATER MAIN PLAN AND PROFILE STA 204+50-206+75SIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC5.2 RPE21363_01_WATER_MAIN_PNP.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
CITY OF BOZEMAN NOTES:
1.ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS)
6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31,
2011, WITH ADDENDUM.
2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE
OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO
BEGINNING OF WORK.
4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
5.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED WITH THE CITY OF BOZEMAN WATER AND
ENGINEER DEPARTMENTS PRIOR TO INSTALLATION OF THE FIRE LINE AND DOMESTIC SERVICE.
6.CONTRACTOR SHALL INSTALL NEW WATER MAIN AND FIRE LINE WITH RESTRAINED JOINT PIPE AND
FITTINGS.
7.ALL DUCTILE IRON PIPE AND FITTINGS INCLUDING HYDRANTS, VALVE BOXES, CURB BOXES, AND ALL
OTHER METAL PARTS AND SURFACES SHALL BE ENCASED WITH V-BIO® TM ENHANCED POLYETHYLENE
ENCASEMENT.
8.THE POLYETHYLENE ENCASEMENT SHALL BE OVERLAPPED ONE FOOT IN EACH DIRECTION AT JOINTS
AND SECURED IN PLACE AROUND THE PIPE, AND ANY WRAP AT TAP LOCATIONS SHALL BE TAPED
TIGHTLY PRIOR TO TAPPING AND INSPECTED FOR ANY NEEDED REPAIRS FOLLOWING THE TAP.
9.NEW WATER MAIN AND FIRE LINE TO BE INSTALLED IN TYPE I PIPE BEDDING WITH TYPE A TRENCH
BACKFILL AND RESTRAINED JOINTS ACCORDING TO DETAIL SHEET C6.1.
10.CONTRACTOR SHALL PERFORM A PRESSURE TEST AND LEAKAGE TEST ON ALL INSTALLED WATER PIPES
IN ACCORDANCE WITH CITY OF BOZEMAN STANDARDS.
11.CONTRACTOR SHALL FLUSH, DISINFECT AND TEST ALL WATER PIPES IN ACCORDANCE WITH CITY OF
BOZEMAN STANDARDS.
RECORD DRAWINGSNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONWHEAT DRIVEWATER MAIN PLAN AND PROFILE STA 200+00-201+50SIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC5.3 RPE21363_01_WATER_MAIN_PNP.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01VERTICAL SCALE: 1"=5'
20 10 0
HORIZONTAL SCALE:1" = 20'
20 40
CITY OF BOZEMAN NOTES:
1.ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS)
6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31,
2011, WITH ADDENDUM.
2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE
OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO
BEGINNING OF WORK.
4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
5.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED WITH THE CITY OF BOZEMAN WATER AND
ENGINEER DEPARTMENTS PRIOR TO INSTALLATION OF THE FIRE LINE AND DOMESTIC SERVICE.
6.CONTRACTOR SHALL INSTALL NEW WATER MAIN AND FIRE LINE WITH RESTRAINED JOINT PIPE AND
FITTINGS.
7.ALL DUCTILE IRON PIPE AND FITTINGS INCLUDING HYDRANTS, VALVE BOXES, CURB BOXES, AND ALL
OTHER METAL PARTS AND SURFACES SHALL BE ENCASED WITH V-BIO® TM ENHANCED POLYETHYLENE
ENCASEMENT.
8.THE POLYETHYLENE ENCASEMENT SHALL BE OVERLAPPED ONE FOOT IN EACH DIRECTION AT JOINTS
AND SECURED IN PLACE AROUND THE PIPE, AND ANY WRAP AT TAP LOCATIONS SHALL BE TAPED
TIGHTLY PRIOR TO TAPPING AND INSPECTED FOR ANY NEEDED REPAIRS FOLLOWING THE TAP.
9.NEW WATER MAIN AND FIRE LINE TO BE INSTALLED IN TYPE I PIPE BEDDING WITH TYPE A TRENCH
BACKFILL AND RESTRAINED JOINTS ACCORDING TO DETAIL SHEET C6.1.
10.CONTRACTOR SHALL PERFORM A PRESSURE TEST AND LEAKAGE TEST ON ALL INSTALLED WATER PIPES
IN ACCORDANCE WITH CITY OF BOZEMAN STANDARDS.
11.CONTRACTOR SHALL FLUSH, DISINFECT AND TEST ALL WATER PIPES IN ACCORDANCE WITH CITY OF
BOZEMAN STANDARDS.
RECORD DRAWINGSNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVEMILLWORK BUILDING FIRE SERVICE PLAN AND PROFILESIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC5.4 RPE21363_01_FIRE_SERVICE_PNP.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01VERTICAL SCALE: 1"=5'
10 5 0
HORIZONTAL SCALE:1" = 10'
10 20
CITY OF BOZEMAN NOTES:
1.ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS)
6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31,
2011, WITH ADDENDUM.
2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE
OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO
BEGINNING OF WORK.
4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
5.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED WITH THE CITY OF BOZEMAN WATER AND
ENGINEER DEPARTMENTS PRIOR TO INSTALLATION OF THE FIRE LINE AND DOMESTIC SERVICE.
6.CONTRACTOR SHALL INSTALL NEW WATER MAIN AND FIRE LINE WITH RESTRAINED JOINT PIPE AND
FITTINGS.
7.ALL DUCTILE IRON PIPE AND FITTINGS INCLUDING HYDRANTS, VALVE BOXES, CURB BOXES, AND ALL
OTHER METAL PARTS AND SURFACES SHALL BE ENCASED WITH V-BIO® TM ENHANCED POLYETHYLENE
ENCASEMENT.
8.THE POLYETHYLENE ENCASEMENT SHALL BE OVERLAPPED ONE FOOT IN EACH DIRECTION AT JOINTS
AND SECURED IN PLACE AROUND THE PIPE, AND ANY WRAP AT TAP LOCATIONS SHALL BE TAPED
TIGHTLY PRIOR TO TAPPING AND INSPECTED FOR ANY NEEDED REPAIRS FOLLOWING THE TAP.
9.NEW WATER MAIN AND FIRE LINE TO BE INSTALLED IN TYPE I PIPE BEDDING WITH TYPE A TRENCH
BACKFILL AND RESTRAINED JOINTS ACCORDING TO DETAIL SHEET C6.1.P:\21363_01_Simkins_North_Park_Site_Plan\CADD_C3D\PRODUCTION_DWG\TRACT 3-B\INFRASTRUCTURE\21363_01_FIRE_SERVICE_PNP.dwg, 24x36-PnP, 7/16/2025 10:08:55 AM, abelluscio, 1:1
RECORD DRAWINGSNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVEMECHANIC BUILDING FIRE SERVICE PLAN AND PROFILESIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC5.5 RPE21363_01_FIRE_SERVICE_PNP.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01VERTICAL SCALE: 1"=5'
10 5 0
HORIZONTAL SCALE:1" = 10'
10 20
CITY OF BOZEMAN NOTES:
1.ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS)
6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31,
2011, WITH ADDENDUM.
2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE
OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO
BEGINNING OF WORK.
4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
5.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED WITH THE CITY OF BOZEMAN WATER AND
ENGINEER DEPARTMENTS PRIOR TO INSTALLATION OF THE FIRE LINE AND DOMESTIC SERVICE.
6.CONTRACTOR SHALL INSTALL NEW WATER MAIN AND FIRE LINE WITH RESTRAINED JOINT PIPE AND
FITTINGS.
7.ALL DUCTILE IRON PIPE AND FITTINGS INCLUDING HYDRANTS, VALVE BOXES, CURB BOXES, AND ALL
OTHER METAL PARTS AND SURFACES SHALL BE ENCASED WITH V-BIO® TM ENHANCED POLYETHYLENE
ENCASEMENT.
8.THE POLYETHYLENE ENCASEMENT SHALL BE OVERLAPPED ONE FOOT IN EACH DIRECTION AT JOINTS
AND SECURED IN PLACE AROUND THE PIPE, AND ANY WRAP AT TAP LOCATIONS SHALL BE TAPED
TIGHTLY PRIOR TO TAPPING AND INSPECTED FOR ANY NEEDED REPAIRS FOLLOWING THE TAP.
9.NEW WATER MAIN AND FIRE LINE TO BE INSTALLED IN TYPE I PIPE BEDDING WITH TYPE A TRENCH
BACKFILL AND RESTRAINED JOINTS ACCORDING TO DETAIL SHEET C6.1.P:\21363_01_Simkins_North_Park_Site_Plan\CADD_C3D\PRODUCTION_DWG\TRACT 3-B\INFRASTRUCTURE\21363_01_FIRE_SERVICE_PNP.dwg, Layout1-24x36-PnP, 7/16/2025 10:09:02 AM, abelluscio, 1:1
RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVECONSTRUCTION DETAILSSIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC6.1 RPE21363_01_DETAILS_PROD.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01P:\21363_01_Simkins_North_Park_Site_Plan\CADD_C3D\PRODUCTION_DWG\TRACT 3-B\INFRASTRUCTURE\21363_01_DETAILS_PROD.dwg, 24x36-DETAILS, 7/16/2025 10:09:43 AM, abelluscio, 1:1
RECORD DRAWINGSFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONa sanderson bellecci companyWHEAT DRIVECONSTRUCTION DETAILSSIMKINS-HALLIN TRACT 3-B INFRASTRUCTURE PLANSNORTH PARK SIMKINS-HALLIN SITE DEVELOPMENTBOZEMAN, MTC6.2 RPE21363_01_DETAILS_PROD.DWGCS06/13/2025RECORD DRAWINGS--------------21363.01P:\21363_01_Simkins_North_Park_Site_Plan\CADD_C3D\PRODUCTION_DWG\TRACT 3-B\INFRASTRUCTURE\21363_01_DETAILS_PROD.dwg, Layout1-24x36-DETAILS, 7/16/2025 10:09:49 AM, abelluscio, 1:1